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DATE TESTED:KSM JOB #:206594-1d/SH/ct
PERMIT #:NUC #528
CONTRACTOR:Grecnati Builders Nuc Model:MC-1DR-P
JOB LOCATION:19105 Okeechobee Road Nuc Serial #:MD049528
Ft. Pierce, Florida
ITEM TESTED:Stemwall Backfill
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. N.E.0" - 12"39 108.3 111.3 97.3%
2. S.E."39 108.6 "97.6%
3. Center "40 109.1 "98.0%
4. S.W."38 107.9 "96.9%
5. N.W."39 108.0 "97.0%
Soil Description:
Brown Sand
In Place Moisture:
8.6%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
111.3
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
Respectfully Submitted:
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 12/21/2020
Email to: grecnatibuilders@gmail.com
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
December 18, 2020
19120434
Disclaimer:Contractor is responsible to maintain
the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
altered from the approved inspected condition.
Proudly Serving Florida since 1990
108.0
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111.0
112.0
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Moisture -% of Dry Weight